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Home My WebLink About1969 PALOMAR OAKS WAY; ; CB151464; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 0622-2015 Commercial/Industrial Permit Permit No: CB 151464 Building Inspection Request Line (760) 602-2725 Job Address 1969 PALOMAR OAKS WY CBAD Permit Type: TI - Sub Type: INDUST Status: ISSUED Parcel No: 2130922000 Lot #: 0 Applied: 05/13/2015 Valuation: . $5000.00 Construction Type: NEW Entered By: LSM Occupancy Group: Reference # Plan Approved: 06/22/2015 Issued: 06/22/2015 Inspect Area Plan Check #: Project Title AIR PRODUCTS= INSTALL STORAGE RACKS IN WAREHOUSE Applicant: Owner: JOHN MARTINEZ AIR PRODUCTS&CHEMICALS INC C/O J C SCHUMACHER CO 565 PORTER WY 1969 PALOMAR OAKS WAY PLACENTIA CA 92870 CARLSBAD CA 92011 714-269-8693 . . Building Permit $70.09 Meter Size AddI Building Permit Fee $0.00, Add'l Red. Water Con. Fee. $0.00 Plan Check $49.06 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee . $0.00 Plan Check Discount . $0.00 'CFD Payoff Fee . $0.00 Strong Motion Fee $1.40 PEE (3105540) . $0.00 Park Fee . . . $o:oo PFF (4305540) $0.00 LFM Fee . . $0.00 . License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) , . $0.00 - BTD #2 Fee ' $0.00 Traffic Impact Fee (3105541) $0.00 BID #3 Fee $0.00 . Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL . . $0.00 Other Building Fee . $0.00 . MECHANICAL TOTAL . . $0.00 Pot. Water Con. Fee . . $0.00 . . Master Drainage Fee $0.00 Meter Size . . Sewer Fee . $0.00 AddI Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 HMP Fee Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk' . TOTAL PERMIT FEES . $121.55 Total Fees 1121.55 Total Payments To Date $121.55 Balance Due $0.00 FINAL APPRAL Inspector: . V . pate: /5-. Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactioñs. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. . * You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer conneption fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to anc i ITHE FOLLOWING APPROVALS REQUIRED PRIORTO PERMIT ISSUANCE;,,JPLANNING ENGINEERING UILDING EIFIRE EHEALTH EHAZMAT!APCDI Building Permit Application Plan Check No s I LR City of 1635 Faraday Ave.,Carlsbad CA 92008 Est Value 5 •' ."'Ph: 760-602-2719 Fax: 760-6028558 •.. . . Cdrlsbad.. email building@carlsbadca.gov —400 Plan Ck Deposit 9- Of I ,: •'. '• ' ':' '.carlsbadca.góv •: ' Date' J'i3J 5 : Iswppp I JOB AQDRESS : . ''' SUI#/SPACE#/UNIT# APN I1(odl. IPorn4n os' 'WA1'.: , ;. .'. . ' '•' •... •- .."• CT/PROJECT # . . . LOT # , , PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME ', . CONSTR. TYPE, DCC. GROUP DESCRIPTION OF WORK Include Square Feet oi'Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESE# NOIJ YES [:]NO,[:] YES No[:]] APPLICANT NAME', PROPERTY OWNER NAME - . .. 'Primary Contact )bb . lfl,4EtL. . '' , ' _, ' . 4,t.., f.gOa,L(7S tf 'C,-1t#l'c43(J. 14.. ADDRESS ': ' ' ' . . " . ' ADDRESS. ' , "JAV' • . . ' '. •' .. ,. P4L) pt4, . 'J VJ#1' •' CITY" ''' ;. . ,' ' STATE . ZIP ' ' -' ,. CITY'. ' ,. - STATE ZIP 92o tL5J1?,4i)-61 PHONE' '. , ' . ", ' , ' ' : FAX PHONE FAX . . EMAIL EMAIL tcE ft4Jfl'7J.' .6b1 ' •. ' ' '.'-:' .' •. ". ....-.-. ' ' . DESIGN PROFESSIONAL ONIRACTOR BUS. NAME ~FIZftl'c.. 1A1 I. . ' '?ArcIL "4S (A5- If-19 ,r4L L',JST)4'CLEr2j ADDRESS , ' ' . , . .'' , ADESS I 'Jl' .#47tim 57F. , " •.,,,. :'. ' .' , •ôo . ñgT— iS"' CITY' STATE , '- , . 'ZIP : CITY ' ' ' ' STATE . ZIP POmDJ4 P¼*t-T' Ee4 CA- PHONE : ' '. . ' •....FAX' -• •• .. • . , . ' .. PHONE ' . ' FAX ,. I9é1 ' jc -z - ,L( j.. EMAIL . , ' . " . . ' ' ' '. •. '.: . , EMAIL STATE LIC. a , . STATE LIC.# . ' " CLASS . CITY BUS. LiC.# 77 54 Ap'eè' (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuan4e, Iso requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, comm endingwith Section 7000 of Division 3 ofthe Business and Professions Code) or that he is.exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). -W . orkers' Compensation Declaration: I hereby affirm under penalty of pe4ury one of the folldwing declarations: :,: ,, : ... , , •. . . . ' .' ' ' •. ., . IiI have and will maintain a certificate of consent to self Insure for workers compensation as provided by Section 370001 the Labor Code for the performance of the work for which this permit IS Issued 'III ave and will maintain workers' compensation, as required by Section 370001 the Labor Code, for the petorrnance of the work for which this permit is issued. My workers' compensation insurance carrier and policy '.number are: InsuranceCo, -*._ I4S E'4C 1Aa116€. ' Policy No. 2201O -5'0t'- Expiration Date This section need not be completed 'tithe permit is for one hundred dollars ($100) orless. [J Certificate of Ex'emption: I certify that in the performance of the'wortc for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of Caltiomid.' WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in / addition to the cost of compensation dams s provided for in Se on 3706 of the Labor code interest and attorney's fees A. CONTRACTOR SIGNATURE ENT DATE - 1L- s I hereby affirm that lam exempt from Contracc#ILicense Law for the following reason I [] I, as ownr of the pro'pertor my employees with wages as their sole cornpenualion, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Profeusions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and who does such work himself or through his own employees, 'provided that such improvements are not intended or offered fOr sate If, however, the building or Improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) & [j] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044,'Business and Professions Code: The Contractor's Ucense Law does hot apply to an owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).. - ' •, : [] I am exempt under Section Business and Professions Code for this reason 1. I personally plan to provide the major labor and materials fo! construction of the proposed property imli rovement' EYes , No •.; . '" ''• • - 2 I (have! have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address phone/contractors license number) 4 I plan to provide porhons of the work bull have hired the following person to coordinate supervise and provide the major work (include name! address/phone! contractors license number) 5 I will provide some of the work bull have contracted (hired) the following persons to provide the work indicated (include name / address / phone /.type of work) !ROPERTY OWNER SIGNATURE DAGENT , ' • DATE - •'. ' . ''.' •..,..:'- ' ' ' ' '.':. •':. : ,. 4. _• _..'. ___'.'' _".__''.'.. ' -" ' " ' ' ¶7(Oa wc-wem 2®a oyo ssy Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration farm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed within 11,000 feet of the outer boundary of a school site? Yes INo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address uucio®c. . t I ceittfythatl have mad the application and state thatthe above information is conoctand thatthe information on the plans Is accurate. I agree to compfywith all Cityorthnances and State laws relating to buildingconstrvcdon. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspedion purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA M OSHA permit is required for excavations over 69 deep and demottion or construction of structures over stories in height. EXPIRATION: Every permit issued by the Building Ofitrial under the provisions of this Code shall expire by Ihtation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building orworlc authorized by such permit is suspended or abandoned at any time after the work is commenced for period of 180 days (Section 106.4.4 Uniform Building Code). ,.APPLICANT'S SIGNATURE DATE (2 ' STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Onlyl Fax (760) 602-8560, Email bUiIdingCarIsbadca.gOv or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME . OCCUPANT NAME ADDRESS . BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. i) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. NO CHANGE IN USE/ NO CONSTRUCTION MAIL! FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION .AKAPPLICANT'S SIGNATURE DATE .< :4 CITY OF CARLSBAD INSPECTION RECORD Building Division 10 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB lZ CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION I FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON Request inSpecti' CB151464 1969 PALOMAR OAKS WY AIR PRODUCTS= INSTALL STORAGE RACKS IN WAREHOUSE TI INDUST Lot#: JOHN MARTINEZ -q-j2- RECORD COPY ,7_ g IF 11 IF YOU HAVE YES" IS CHECKED BELOW THAT DIVISION'S ANY QUESTIONS PLEASE CALL APPROVAL THE APPLICABLE IS REQUIRED PRIOR TO REQUESTING A FINAL BUILDING INSPECTION. DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. AFTER ALL REQUIRED BRING IN AT 760-602-2700 APPROVALS ARE SIGNED OFF— FAX TO 760-602-8560. EMAIL TO BLDGINSPECTIONS@CARLSBADCA.GOV OR A COPY OF THIS CARD TO: 1635 FARADAY AVE. CARLSBAD, CA 92008. BUILDING INSPECTORS CAN BE REACHED BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. Required Prior to Requesting Building Final It Checked YES II Planning/Landscape 4-8463 Allow 48 hours760-94 II (Engineering L•i•JI11 Fire Prevention 760-602-4660 .,Allow 48 hours mm Type of Inspection Type of Inspection rr.i:IuH.Iur.. #11 FOUNDATION 1 Date Inspector U.l;I(.Vi Date #31 E3 ELECTRIC (JUFER Inspector _________ #12 REINFORCED STEEL #34 ROUGH ELECTRIC __________ #66 MASONRY PRE GROUT #33 .0 ELECTRIC SERVICE 0 TEMPORARY __________ 0 GROUT 0 WALL DRAINS #35 PHOTO VOLTAIC #10 TILT PANELS #39 FINAL #11 POUR STRIPS #11 COLUMN FOOTINGS #41 UNDERGROUND DLJCTS& PIPING #14 SUBFRAME 0 FLOOR 0 CEILING #44 0 DUCT& PLENUM 0 REF. PIPING #15 ROOF SHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #49 FINAL #16 INSULATION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 DRYWALI.,EXT LATH, GAS TIES 117,18,23) 951 POOL EXCA/STEEL/ BOND/FENCE #83 ROOF SHEATING, EXT SHEAR (1315) #55 PREPLASTER/F1NAL #84 FRAME ROUG H COMBO (14,24,34,44) #19 FINAL #85 T-Bar(14,24,34,44) I:1I #22 0 SEWER & BL/CO 0 PL/CO Date Inspector #89 ANAL OCCUPANCY (19,29,39,49) Date Inspector #21_ UNDERGROUND OWASTEOWTR #24 TOPOUT OWASTE OWIR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 0 GAS TEST 0 GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC ou-. ( #29 FINAL A/S FINAL #600 PRE-CONSTRUCTION MEETING F/A ROUGH-IN F/A FINAL ip'r/irojr L1flt'4 #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROuGH-IN #605 NOTICE TO CLEAN FIXED EXT1NG SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURETEST #610 VERBAL WARNING MEDICAL GAS FINAL REV 1012012 SEE SACK FOR SPECIAL NOTES ) ... Michael Kiflgery S 39653 Wild Flower * VV Murrieta Ca.92563 760-443-1002 ( City of CaiSbad PROJEC# m DAILY INSPECTION DSA/CITY File # BUILDING PERMIT# C q (,t4 REPORT DSA/OSHPD APPI# DiV iSION Report# page 1 oft DSNLEA# tJlLDiNG Special Inspestion Reports must be distributed to the parties listed below within 14 days of the Inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shell be prepared for Fnr*, wn,,,t *h,H 1w rVnrnnleted and estnwl 1w the soecial irrsoector conductino the insoestlon. - PROJECT NAME: \-. DATE -• ARCHITECT TIME ARRIVED TIME DEPARTED- ENGINEER 5 Travel time LUNCH TIME SAL CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT Ic,g-- %l,r- ptk 'Uq Cycqd SkIlre"AL • I- - YPE OF INSPECTION 0 BATCH PLANT 0 MASONRY 0 FIREPROOFING 0 CEILING WIRE ENGINEERED FILL 0 PT CONCRETE 0 HIGH STRENGTH BOLTING 0 ANCHOR/DOWEL 0 EPDXY FOUNDATION .. 0 SHOTCRETE 0 WELDING 0 NDE FIELD 0 SFRM__ BACK FILL 0 CONCRETE 0 SHOP WELD 0 NDE SHOP 0 DSAIOSHPD PROJECT AVAILABLE APPROVED PLANS V N 0 SOIL REPORT V 0 N 0 SPECS: V 0 NO APPROVED DOCUMENTS, . APPROVED SHOP DRAWING V 0 N 0 MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS) t( c.L'j / CONTRACTORS EQUIPMENIANPOWER USED: torque wren . AREA, GRID LINES, PIECES INSPECTED: L"54ls(sQt SçV (n 3 (3t,, ,,arS STRUCTUR4NOTES, DETAIL OR RFIS USED:OSHPOD V (sR c5/3 i-'is—ft REMARKS INCLUDING, MEETINGS 'l 4%l jct5 4-t 4-Lcl 4- M2 pcC5 tr . V V jç oI4(r c,tdctJ 44 10% 4t( p'sf fI1 3C I 4*( tr.-4trf . TG440,c r" eV ctio-S AO1- I(LId -'30to4 REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE 4 THE WORK WAS Z WAS NOT 0" THE WORK INSPECTED METZ DID NOT MEET 0 V Inspected in accordance with the requirements of the DSNOSPHD/ Project approved Theirequirements of the DSAIOSPHD Project approve& documents dcuments * • .f V MATERIAL SAMPLING WAS 0 WAS NOT LI N/A0 Samples taken: V V V Performed in accordance with DSA/OSPI-ID Project approved documents . V V . . S Qeather: Cloudy. Tersip: 60's Cc Project Architect. V C6ntractor VS ( gsature o( Speaat tmpector V Structural Engineer Building Department - Ike Kingery EsGil Corporation In Partners/lip with government for Bui(uing Safety DATE: 5/27/2015 El APPLICANT JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 15-1464 SET: I PROJECT ADDRESS 1969 Palomar Oaks Way PROJECT NAME: Storage Racks for Air Products & Chemical Inc. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LII The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to EsGil Corporation staff did not advise the applicant that the plan check has been completed EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Telephone #: Date contacted (by ) Email Mail Telephone Fax In Person REMARKS 1 Fre-pr 2 City to field verify that the path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements By: David Yao Enclosures: EsGil Corporation LI GA LI EJ LI MB [1 PC 5/18 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468. • Fax (858) 560-1576: :Ct of Carlsbad 15-1464 5/27/2015 . [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City. of Carlsbad PLAN CHECK N0: 15-1464 PREPARED BY: David Yao DATE 5/27/2015 BUILDING ADDRESS.:.1969 Palomar Oaks Way BUILDING OCCUPANCY BUILDING AREA Valuation Reg VALUE ($) PORTION (Sq. Ft:) Multiplier Mod. • racks per city . 5,000 - . Air Conditioning __________ • __________ ____________ ______________ Fire Sprinklers ___________ • - • . -. - TOTAL VALUE 51000 Jurisdiction Code cb - By Ordinance - . --I I. PLANING DIVISION - Develo pment Services BUILDING) PLAN' CHECK '. . Planning Division - C I T, Y Of APPROVAL ' •. . 1635 FaradayAenue '- ' .' - ., - ' . '(760) 602-4610. CARLSBAD P29 DATE:. 5-1345 PROJECT NAME:' '. PROJECT ID: PLAN CHECK NO CB 15-1464 SET# I ADDRESS.'1969 Palomar Airport Rd APN This plan check review is complete and has been APPROVED by the Planning Division. . . . . . .. . By: Chris Sexton A Final Inspection by the Planning Division is required Ej Yes No You may also have corrections from one or;more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions This plan check review is NOT COMPLETE Items missing or, incorrect are listed on the attached checklist Please resubmit amended plans as required Plan Check APPROVALhas been sent to: john@warehousepermits.com S . , .' . -:4 . . . . . I For questions or clarifications on the attached checklist please co'ntact the following reviewer as marked: '- ' " ',' .. '' . , ' ' r I .....!1 •','., i". . " '' ,' d. .' . . :, . ' PLANNING .' -'4 . 1- ENGlNEERING 4 '.. i.8 ..• ' '-, \ FI RE PREVENTION i760602461U , _ 7606022750 r .........s. ' ". 7606024665 { i ,.. Chris Sexton El . Chris Glassen ;LIJ . 'Greg Ryan 760-602-4624 . . . 760-602-2-784 . . . 760-602-4663 Chris.Sexton@carisbadca.gov ChristoDherGlassen@carlsbadca.gov Gregorv.Ryan@carlsbadca.gov G!na Ruiz . . -.El VaiRay Marshall - Cindy Wong - 760-602-4675 ' 760-602-2741 . -760-602-4662 Gina.Ruiz@carisbadca, - ov . ValRay.Marshall@carisbadca.gov Cynthia.Wong@carlsbadca.gov . . I . ', . Linda Ontiveros F1 Dominic Fieri 760-602-2773. - 760-602-4664 - . Linda,0ntivero@6arIsbadca.ov . Dothinic.Fieri@carIsbadca.gov. Remarks: S , 4 4' - - , - PLANNING -. - ... -•. - : •. ENGINEERING -. FIRE PREVENTION 760-602-4610 .760-602-2750 - - 760-6024665 Chris Sexton Kathleen Lawrence Greg Ryan 760-6024624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Greorv.Ryan@carlsbadca.Eov. Gina Ruiz Linda Ontiveros Cindy Wong. 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cvnthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov ;f. DATE 05/21J2015 PROJECT NAME AIR PRODUCTS PROJECT ID CB151464 PLAN CHECK NO SET# 1/1 ADDRESS 1969 PALOMAR OAKS WAY APN This plan check review is complete and has-been APPROVED by the FIRE Division .By:GR . . ............. .•. .. ..• A Final Inspection by the FIRE Division is required Yes J No This plan check review is NOT COMPLETE Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required Plan Check Comments have been sent to:.JOHN@WAREHOUSEPERMITS COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans ,should include corrections from all divisions For questions or clarifications on the attached checklist please contact the following reviewer as marked 4 INC J. MATERfL }LAND INRR1NG .ES11985 - - SPECI4L PRODUCTS CONVEYORS STOR4GE RACKS OTHER SERVICES - SHELVING SPECIALS PROD UC -: TANK SUPPORTS TAIL SUPPORTS SELECTIVE SEISMICANALYSIS METAL. SHUTTLES MACHINERY HEADER STEEL' DRiVE-IN - PERMIT ACQUISITION METAL/WOOD VLM. RACK BU)OS. SORT PLATFORM PUSH BACK EGRESS PLANS MOVABLE - CAROUSELS SHH)S PICK MODULES FLOW RACK -. STATE APPROVALS GONDOLAS VRC. MEZZANINES ROOF VERiFICATION CANTILEVER PRODUCT TESTING LOCKERS MODULAROFFICES FOOTINGS - CAT WA US FENCES Licensed in all 5OStates * - - •. •. I , I. - SEISMIC ANALYSIS OF STORAGE RACKS FOR AIR PRODUCTS & CHEMICALS INC ,•• .. S 1969• PALOMAR OAKS WAY - - :-.. : • CARLSBAD,CA92O11 • • Jo6-No. 15-0475 APPROVED BY - - 4: 4/20/2015 REVISED -'5,- - - . oESsIo, • - - -'- : /çpPL4f % _çll uj • . - No. 215 m , • • • • • • Expires SEP 30-2015 1 161 ATLANTIC STREET * POMONA * CA 91768 TEL (909) *tc (9Oqi4. '€lzic .. MATERIAL HANDLING ENGINEERING TEL (909)869 - 0989 FAX : (909)869'- 0981 - 1 4 PROJECT - Affi PRODUCTS & CHEMICALS, INC FOR '. HAWTH - ORNE LIFT, DBA NAIAN SHEET NO. 2 - CALCULATEDBY 1K 101 AI LAN IIL Sllthbl, ?UMONA, CA 91368 VAIL 412012015 TABLE OF CONTENTS TABLE OF CONTENTS & SCOPE PARAMETERS COMPONENTS & SPECIFICATIONS - " LOADS & DISTRIBUTION 7.. LONGITUDINAL ANALYSIS 8 F COLUMN 9 BEAM ,-' 10 BEAM TO COLUMN 14 BRACING - 15 ANCHOR ANALYSIS 4* 0 16 18 , F' •,•, ', BASIC LOAD COMBINATIONS 19 OVERTURNING . 20 , BASE PLATE 21 SLAB& SOIL 22 .- F SCOPE THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITHTHIE APPROPRIATE BUTLDING,CODES WITH RESPECT TO STATIC AND SEISMIC FORCES THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING F I 71, -;I .-- 0 -. .. PROJECT AIR PRODUCTS & CHEMICALS INC FOR ,. HAWTHORNE LIFT DBA NAUMANN MATERIAL HANDLING ENGINEERING . SHEET NO. .3 TEL : (909)869 - 0989 FAX: (909)869 - 0981 CALCULATED BY TK . 161AUANTIC STREET, POMONA, CA 91768 . . DATE 4/20/2015 THE STORAGE RACKS CONSIST OF. SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS, WITH THE COLUMNS- OF THE VERTICAL FRAMES BEING COMMON BETWEEN AND ADJACENT BAYS. -THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYSED IN BOTH THE.LONGITUDINAL AND TRANSVERSE DIRECTION. . , ..,.. .• . . . . . STABILITY IN THE LONGITUDINAL DIRECTION IS MAINTAINED BY THE BEAM TO COLUMN MOMENT RESISTING CONNECTIONS, WHILE BRACING ACTS IN THE TRANSVERSE DIRECTION. . CONCEPTUAL DRAWING Some components may not be used or may vary. -. LEGEND .1. COLUMN • . 2. BASE PLATE . ANCHORS • BRACING. BEAM . . CONNECTOR - - . - . . - . 4• NOTE: ACTUAL CONFIG . URATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET . • . -.. - :i.'- €IC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 'FAX: (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 * -.. . •., : . PROJECT ... AIR PRODUCTS & CHEMICALS INC FOR HAWTHORNE LIFT, DBA NAUMANN 'SHEET NO. ,. . .. 4S CALCULATED BY,,TK .. . DATE :4/20/2015 COMPONENTS ,& SPECIFICATIONS . : TYPE A • . ...• ' . . ANALYSIS PER SECTION 2209 OF THE 2011 CBC SITE CLASS = D Beam Elevation . .. •.-. ProductLoad/Lvl ',. - Panel Heights LEVELS =2 . If! 6Sin. W2 H268in: .. '\V1=25001bs. . W225001bs. ' Yl42in. . -Y242in. PANELS = . . . . , ,Y3 = 42 in. • Y442in. PRODUCT LOAD / LVL = 2S00 lbs H2 p / FRAME HEIGHT = 180 in H FRAME DEPTH =42 in.,- - Wi - ''-' BEAM LENGTH= 96 in. .... Y2 . . . . .. • . '\ * SEISMIC CATEGORY = D I - •. ., '.- 1 -• ' : . . 7 .(Fa = 1.068, Ss 1.08) . . . . ... ri.' - L COLUMN BEAM @ Level 1 .. -. CONNECTOR @ Level .1 OK . . OK. . . . . OK 3X3X 14GAIC3014) . 3X23/4X16GA(30160) . ;• Three Pin Connector Steel = 55000 psi . Steel = 55000 pSi . ,.. . Stress = 72% Stress =52% Mx Static .Capacity= 3067 lb. •• . . ... . .•. . Stress 82%. COLUMN-BACKER BEAM @ Level 2+ •. I' CONNECTOR @ Level 2+ .•...;. OK- Y . . OK None 3 X2 3/4X 16GA (3016 0), . . . . .. .Three Pin Connctor .. . .. . Max Static Capacity = 3067 lb. Stress = 420/6-- Stress = Stress 82%. . BRACING .. -BASE PLATE OK OK '. . •i ..OK ... HORIZONTAL DIAGONAL . 8 in X 5 in X 0:375 in \ 1 1/2X1 1/2X16GAC 11/2X 1 1/2X16GAC ,Steel=36000psi . MBase 0. in. lb. Stress = 5% Stress = 11% . . .Stress 24% . SLAB & SOIL . OK .. . .. 'ANCHORS . - OK -.HiltiKwik Bolt TZ(KB-TZ) ESR-19l7."r.. Slab 4.5!'X 3000 psi . . Pullout Capacity= 91.7 lbs; Shear Capacity"- 988 lbs.. Soil Bearing Pressure . 1000 psf : 0.5" X 2'5" Min Embed. Slab Puncture Stress= 16% . . . No. Of Anchors 2 per Base Plate .. ... Slab Bending Stress 26% . ._. ..'. Anchor Stress = 19% . .- .. - r-.A F. :- - 1 .3 . . . - - .. . . ..*-• S _•I •_ • ,•, . F -- - . p.. '" • . , , . . 4 -... 4. .SEIZMIC ' PROJECT AIR PRODUCTS & CHEMICALS. INC FOR HAWTHORNE LIFT,' DBA NAUI4ANN MATERIAL HANDLING ENGINEERING SHEET NO. '5 TEL (909)869 - 0989 FAX: (909)869- 0981— CALCULATED CALCULATED BY TK. 161 ATLANTIC STREET, POMONA, CA 91768 • " DATE ".. 4/20/2015 COMPONENTS & SPECIFICATIONS.. : TYPE B SITE CLASS = D . ' .' ANALYSIS PER SECTION 2209 OF THE 2013 CBC Beam Elevation , . . ProductLoad/Lvl . - Panel Heights LEVELS =3 . HI 68in. -112 W3 WI=2500lbs. - W2=2500lbs. ' W2 '. Yl.42in., Y2=42in. L H338in. W32500lbs. PANELS =4 . , . : Y4 Y3=.42m. H3 ' . . . - I \ Y4=42in. 'PRODUCT LOAD / LVL =-250 . 0 lbs. •' I . . . . " - . W2 _____ . . . - . . . FRAME HEIGHT = 180 in. . S. ' . FRAME DEPTH =42 in. . ' F H2 . . H .. . BEAM LENGTH= 96 in w i SEISMIC CATEGORY = D '(Fa = 1.068, Ss = 1.08)' ' I-Il . . . yi 74, COLUMN ' -" BEAM @ Level I CONNECTOR ® Level 1 OK. . . . •5 QK OK 3 X 3 X 14GA (IC3014) 3 X 2 3/4 X 16GA (30160) ' , . Three Pin Connector' Steel = 55000 psi ' t . . ' . Steel = 55000 psi ' . Stress =86% • . Stress =84% ' . Max Static Capacity = 3067 lb.- . , . . Stress =82% . . . . . COLUMN BACKER .. -BEAM @ Level 2+ . ' CONNECTOR @ Level 2+ OK ' . -'-OK None ' ' , , 3 X 2 3/4 X.I6GA (30160)'. , '- Three Pin'Connector Max Static Capacity 3067 lb.,' . . Stres = 48% , Stress = . ' '' .' Stress = 82% BRACING . . . 'BASE PLATE OK .. OK :. .' . OK , HORIZONTAL . . DIAGONAL, . '. . "8 in X 5 in X 0.375 in - 1 1/2 X '11/2 X 16GA C - 1 1/2.X 11/2 X 16GA C . Steel 36000 psi - . MBase = 0 in. lb. - ' Stress = 8%" - .,,Stress = 17% - Stress = 36% SLAB & SOIL'- - OK . • ANCHORS • . OK - HiItiKwik Bolt Tz(KBTZ):ESRl9l7 Slab = 4.5" X 3000 psi . . . .. ' . Pullout Capacity = 917 lbs. -' Shear Capacity = 988 lbs. Soil Bearing Pressure = 1.000 psf - 6.5" X 2.5' Min Embed. - - - Slab Puncture Stress = 23% . • • . - No. Of Anchors = 2 per Base Plate -. Slab Bending Stress = 55% ' , - . - Anchdr Stress = 29% - J, . • . -. - -S P : MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX : (909)869- 0981 161 ATLANTIC STREET, POMONA, CA 91768 - PROJECT ... AIR PRODUCTS & CHEMICALS -INC FOR . HAWTHORNE LIFT, DBA NAUMANN SHEET NO. - ., 6 CALCULATED BY TK DATE . '4/20/2015 :- •, COMPONENTS & SPECIFICATIONS TYPE C SITE CLASS = D , t ANALYSIS PER SECTION 2209 OF THE 2013 CBC Beam Elevation . - Ml = 68 in l W 3 ProductLoad/L I Panel Heights LEVELS = 3 H2 = 18 .._ \\•7f =1250 lbs - W2 =1250 lbs T ________ Yl = 42 in ' Y2 = 42 in PANELS 4 HI = 38 in W3= 12 50 lbs y3 = 42 in -, H3 .. I . • Y4=42in. PRODUCT LOAD/LVL = 1250 lbs. I I , . •, T.J - \ / J W2 .- 7 FRAME HEIGHT =180in. Tr - -- ••- /• ••. • I FRAME DEPTH =42 in. H2 • H --- _ . .- I I BEAM LENGTH= 48 in I - W 1 Y2 SEISMIC CATEGORY = D / (Fa = 1068, Ss108) Hi Yl / L - D COLUMN BEAM @ Level-i. . .. CONNECTOR ® Level I OK OK,OK 3 X-.3 X 14GA (IC3014) 3 X 2 3/4 X 16GA (30160) Three Pin Connector Steel = 55000 psi Steel = 55000 psi Stiess = 34% Stress 40% Max Static Capacity = 6649 lb Stress = 19% I COLUMN BACKER - BEAM @.Le'el 2+ • CONNECTOR @ Level 2+ OK OK None I X 2 3/4 X I6GA (30160) Three Pm Connetctor 1. .,, . . - Max Static- Capacit'y' 6649 . . . Stress = 136/6 Stress Stress = 19% BRACING . • BASE PLATE - 'OK OK -OK HORIZONTAL DIAGONAL 8 in X Sin X 0375 in 1 1/2 X 1 1/2 X 16GA C 1 1/2 X 11/2 X 16GA C Steel = 36000 psi -MBase = 0 in lb Stress 4% . Stress 9% Strss 18% SLAB .&SOIL . OK - - . •- ' .'- ANCHORS ' ..OK Hilti Kwik Bolt TZ (KB TZ) ESR 1917 Slab = 4.5" X 3000 psi - Pt11out Capacity =. 917 lbs. . . Shear Capacii 988 lbs. Soil Bearing Pressure = 1000 psI 0 5 X 2.5 Min Embed ' Slab Puncture Stress = 12% No. Of Anchors .= 2 per Base Plate -. Slab Bmdina Stress = 16% . . -.' ' Anchr Stress = 15% •.' - - - .•• --, I•• • • . •* -- • - •, •'' • - , 1 • . , : .•., - 161 ATLANTIC STREET. POMONA:CA768 '' 4/20/2015 LOADS AND DISTRIBUTION TYPE A t • El Determines Seismic Base Shear per Section 1613 1 Chap 2209 of the 2013 CBC' El IFS' F E14 /F4 1 Seismic Category D 0 1.07. / EL /F3 Number Of Levels 2 - - - - EL 2. WP' (Sum of product loads) 000 lbs .1 .00 / - - - Eli DL (Sum of dead bids) 200 lbs Rwongiwdinai) 6.'00. / TOTAL FRAME LOAD: 5200 lbs Riv(Transverse) 4.00 ' LONGITUDINAL DIRECTION TRANSVERSE DIRECTION - 2/3 S5 'E (((o 67) WPL ) + WDL ) -0.67 V - 2/3 F S5 'E (((o 67) WPL ) + WDL ) Long - Trans - 1? [(2/3)'X 1 068 X 1 08 X 1 X (((0 67)5000) + 200) / 6] X 0 75 X 0 67 (2/3) X 1.068 X 1.08 X 1 X (((0.67)5000)71 200) / 4] X 0.75 X 0.67 -• ---- - :- - - Long 22916s. Trans - 343 -lbs -- -v1_wj 1 - W,H I ) LONGITUDINAL TRANSVERSE Levels /7 w w Ii. w - w h5 fi 1 68 2,600 176,800 76 2,600 176800 114 2 136 2,600 353,600 152 2 600 353,600, 229 530400 229 lbs ' 530,400 343 lbs - - -. :-- 4 --_ : ' - • - - 06 - - -- ..- - - tElMd MATERIAL HANDLING ENGINEERING - '1- - TEL: (909)869 :;-0989 FAX: (909)869 0981 PROJECT AIR PRODUCTS & CHEMICALS INC HAWTHORNE LIFT, DBANAUMANN SHEET NO. - CALCULATED BY. TK " 161 ATLANTIC STREET, POMONA. CA 91768 DATE LONGITUDINAL ANALYSIS TYPE A THE ANALYSIS IS BASELON THE PORTAL-METHOD, -WITHTHE POINT OF CONTRA FLEXURE OF THE COLUMNS-- ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE- PROVIDES-ONLY PARTIAL FIXITY, THE CONTRA FLEXURE- IS ASSUMED TO OCCUR CLOSER TO THE BASE. (OR • AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT) . ,'•. = =m Con??'R' conn Mis-n . . 554 Fn hn /F5. el* + M;,er M4 = + MconnEIldS 2 I F4 M h3 F M2-2 - 'l. - v - Long , = 114 lbs , - ' , ..,, 1 I .5 .. C'oi i1_1 / / ' ' - -. , -- '.' /F1 M BOSC = 0 in-lb hl / f 1. M base / J • FRONT ELEVATION • 1'5 -e . - . ,.5 - . .,. - - - I', - . - --- ,-:---'. 'S •'•. , ' . ' •'.-- ,-' , ••5 - ' - ;4.4 '.' ' k_S . '---.5- t ,. -- .-•'- -, - A- - .• .5__ . ••. - .5 - • .5- .. _., S. -': ,, - - 5, 'S J , •' . S ' - 5- 5 .,.- .5 , S •S' . _ . S - .•- .'-.-•,.,-..S - -'S . , , 5.,._. --.5,. ''' '.:. 'S SAMPLE CALC. . S S .. -• . . = (T7Co1 h.) - k1Bose . . ' ' • - : ' :'- - (ll4lbsX66in)-0inlb=7,524 in-lb ''5 • -5 t .5'' - 5 '• S . 5, S ,. - .•, '.5 ,5 . LEVELS' . AXIAL LOAD MOMENT --S ds Mconn & I 66 38 7,524' , 4,000 . . 9,054 68 76 1,300 2;584 4;000-'' -5,292 COLUMN ANALYSIS TYPE A ANALYZED PER AISI AND THE 2013 CBC SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION P= 2600 lbs M = 7,524 in-lb KL = 1.7X66in/:1:3in Rx 85 = 85 —Mcvj KL R 1X42in/llin R Axial WE F— __ = 403KS1 \ /iMax) = 28KS1 B 2 Since F>F3 /2 I Fl, " = 55KSIX[1 5KSI/(4X4011506KSI)] F =F Vj I i .1 4 F) -• , = 362 KSI SI -t=J I =- C Pn=Aeff F,, = 063821nA2X362KSI = 23129 lbs = -.- = 23129 lbs /1 8 = 12850 lbs c~c S SECTION PROPERTIES P A 3m — =02 B 3m P. t 00747m -Flexure Aeff 06382 in"2 P. P ,-mx '' Since — > 0 15 Check —+ <J Ix Sx 1 11246 mM 0.74164 mA3 P. P -Max'-x Rx 132028 in Mvield=M =5 F = 0741641n"3X55000P51 40790in-lb X ly 07409mM Sy 0 4884 mn" M Ry 1.0775 in Max =— = 40790/167 = 24425 in-lb Kx 17 S Lx :66th Ky A T12 El Ly 42 in, Pci = 1r - = (3 14159)'2X29500KSIX111246/(1122m)'2 = 25729 lbs Fy 55K51 V- ') E 29500K51 1L1 = p ' = (1 / (1 (1 8 X 2600 lb / 25729 lb))Y' 1 = 0 82 ~c 1 80 V ,— ( 167 '' '- -- '-' Pcr) Cn': 085 (26001h/12850 lb) —(085X7524 in-lb /24425m lbX082) 052 <1 (52%) Cb 1 PROJECT AIR PRODUCTS & CHEMTCALS INC FOR HAWTHORNE LIFT DBANAUMANN MATERIAL HANDLING ENGINEERING SHEET NO 10 TEL (909)869 0989 FAX (909)869 0981 CALCULATED BY TK 161 ATLANTIC STREET POMONA CA 91768 DATE 4/20/2015 DETERMILNE ALLOWABLE MOMENT CAPACITY Determine allowable bending moment per AISI Check Compression Flange for Local Buckling (B2 1) r w=c-2 t2i 17 (2'006) 7 (201D) = 1.33 in 113/006 = 2217 = 1 O52/) (w/t) f( /E) = (1 052 / (4y'0 5) * 22 17 * (5 / 29000) A 0.5 = 0.51 <= 0 673 Flange is fully effective 4 Check Web for Local Buckling per Section (B2 3) 1' V- 115 l64 (comp) = F (y3./y2) = 55 * (1.43) /J.64). = 47 96 KSI Y 1 43 )cg_ 137 * f2(tension)=F (y1 /v2)= s (115/164) = 3857 KSI 0 78 yi=f2/f1= 143 /1 15 = -0804 1 015 7 k=4+-2j1—yI)+2 (i—)= F 4+(2*(1 1 0804)-3)+2*(1_ -0. 804) = 1935 65 E 29000 FlatDeprh = W = Vi + Y3 = 1.15 + 1.43 = 2.58 rn TopFlange L715 w/t = .2'5 8/006 = 43 <200 OK BorómFlange 2 75 WebDepth 3 (1052/(1935)A05)*43 *(4796/29000)A05 = 042 2.58 C . ... .............. b1 =b0(3—v)= -- 258*(3 0804) =981 b,= 258/2 =129 b1 +b2 =981-l29 =111 Web is fully effective 1 . .' - • • -. .•' 101 AlLAN IlL SiKI±l. POMONA, (;A 91768 UAI.L 4/2U/2U1 DETERMIINE ALLOWABLE MOMENT CAPACITY (cont) Determine a110 able bending moment per AISI Determine Effect of Cold Working on Steel Yield Point (Fya) per Section A7.2 F 0 =c F1 +(I—c) F L0me,=Lc _(it/2)(1+t/2)=314159*(2*015+006)/4 = 028 C=2L/L1 +2L= 2028/(l33+2028) 03 L fla,g _top = L = = 1.33 iii m=0.192 F,,/F)—oo68= 0192(6j)5) 0..068 = 016 b=369 J,/f)_0819 (f,/f)_179=yj lb 369*(65/55) 0819(65/55)"2 179 = 143 V 164 :. 1.43 If = (65/55) = 1.181 <12 .......................1.357' 3) r/t.= (0.15/0.06) 2.5. . <70K , ' '.', I,., 0.788 0479 =b F 1.43 5 / (0 b /0 06y'0 16 = 6792 t 006 1 015 fa-,op 0.3 * 67.92 + (1 0.3) * 55,= 58 88 F 55 1' = fi.a Ycg /@.Pth - Ycg I = .Iio-botrom fu '65 E 29000 5888 1357/(3 1357) = 4863 TopFlange 1 75 BouomFlange 2.75 Check Allowable Tension Stress for Bottom F1ane ' WebDepth L flange—bo! = L = LbOOm - 21-r -2-t = 275 (2015) (2 0.06) = 233 bottom = Cb = 2 L /(L +2-L,)— 2*028/(233 1 2028) = 019 F1 bo1jom = F b = C,, F1 + (1 - C,,) = 019*6792+(1 0.19) 55 = 574 5888 = 5888 ;-SEMIC ,9 R POJECT AIR PRODUCTS & CHEMICALS [NC FOR HAWTHORJ'iE LIFT DBA NAUIvIANN MATERIAL HANDLING ENGINEERING SHEET NO 12 TEL (909)869 0989 FAX (909)869 0981 CALCULATED BY, 1K -A 6i ATLANTIC STREET. POMONACA 91768 DATE' 4/20/2015 DETERMINE ALLOWABLE CAPACITY FOR BEAM PAIR 3 / I PER SECTION 52 OF THE RMI PT II Check Bending Capacity q$ M = W L Q RmI8 )=LRFDLoadFactoi =12 DL+1 4 PL+14 0 125 PL * jorDL = 2%oJPL - ç= 12*00214+14012 = 1599 F L)/(6 E 4b+3 F L)] = 1 ((2 300 * 96)! ((6 * 29000 0 788) + (3 * 300 96))) = 0 74 410=.0.95",V1 0 M= Fya S = 0.95 * 58 88 * 0.479 = 26.79 in 1 64 -''- Mend C. 3 3773*05*96*(1 074)18 = 58861n '0.788L. S 0479 (1zoJBeams)/(L R, c) = 1 P. 06 26798*2I(96*074* 1599)* 1000 =',`:3773 lb/pair 1 015 - . F1 55 J. Check Deflection Canacitv 6 E 29000 A - ma ss d TopFlange I 7 4. - Rd Ib) = BottomFianac 7 WebDepih 1 (4 - 300 * 96)/.((5 * 300 * 96) +(10 29000 * 0 788)) = 0 69 L11 80 ASS (s W L-)/(384. E Ib) `L1180 = (5 W L3 Rd )/(3 84 E 'b ojBeams) ((5 * 77/2000* 963)/(384*29000 *0788)) * 069 = '066 W E I 2)/(180 5 L2 Rd)= I 384*29000*0788*21(180*5 *(96A2)*069)* 1000 30671b/pair Allowable Load = 3067 lb/pair • - : I 101 A1LAN1ILS1KLI1,WMONA.UA917ô DATE 412012015 ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL MStaflc = 7 /8 M A,j Static 4/ion *-1/8 M e,srnc MConn M 411oii Seismic —S * Fb Level 'MS IaIIC MAllms Static 1Seismic "'1A1Ion Seismic Result 1 30768 36804 9054 15807 GOOD 2 30768 36804 5292 15807 GOOD 4 ; - I 4 I, 'I -. - 4 • • ..• • -• • •• , 4 • • * • * I • * 1 -. -** • 4. 4 4 I - * I •- •• 4 4* - - -o • • -*•-. - .- *- • 4* -, * -. S * • - - 4 5 44 • -. • • . . • • 4. . . - - -* 0 - -• I I -• I • •• - -. * . 4 . * • • - .• •- 0 4 4 4 * •0 - * - - -_-m- - - 4 • - *• 0•4 - -- * .-.---* -- - - TRANSVERSE ANALYSIS BRACING TYPE A IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR INTENSION AND COMPRESSION IF HORIZONTAL AND DIAGONAL MEMBERS ARETHE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN DIAGONAL BRACING COMPRESSION MEMBER Ldiag = —6) + (D —(2 BCoI))2 = '•. fransLTha Vdia =485 lbs. I :• Pma (1X509117)/(02) 9791n iMrn fl2e• F ( = .29858 .5 PSI " /rMinl SIDE ELEVATION F. . ., .. .. ,. . . =27500. . .. .... . 2 Panel Height (L) = 42 In F Panel Depth (D) = 42 In Fe ,> 2 Column Depth (B) = In ( F ' '\ Clear Depth (D 2*B) = 36 F =F,I 1— 55000X(1 -(55000/(4X29858.55). 4 Fe ) = 297KS1 P=Area 8397 lbs c2c = 1.92 p L. 4373 lbs QC VDiag Brace Stress = D = 0.11 < 1 (11 %) P. r 'ESEiMIc: PROJECT AIR PRODUCTS & CHEMICALS INC FOR , HAWTHORNE LIFT, DBA NAUMANN MATERIAL HANDLING ENGINEERING S SHEET NO. :16 TEL: (909)869 - 0989 FAX: (909)869-0981 CALCULATED BY TK Ib! A1LAf'JIIL S1Rt±i. FOMUNA, CA 9176 4/20/2015 POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-11 APPENDIX D Asurned cracked concrete application Anchor Type = Hilti Kwik Bolt TZ'(KB-TZ) 1/2" dia, 2" hef, 4" thin slab - ICC Report Number = ESR- 1917 1.5 h' =3 in • Slab Thickness (ha ) = 4.5 in. . 'ai = 12 use aladj' = 3 in. Mm. Slab Thickness (h.) = 4 C.2 12 uSeC,a 3in. ', Concrete Strength (f) = 3000 in. . • . - Diaieter (d0 ) o. . . . ., . 3•hei -= 6in. Nominal Embedment' (h 0 ,) = 2.5 in. . S1 =6 in. useSL. = 6-in. Effective Embedment (h f ) = 2 in. . ' S, =0 1n. useS2 adj = 0 in. Number of Anchors (n) = 2 ' ' • ' e' N = 6 in.Cal i I '5 er h s—t. II .5 e' V = 0 in. ' ' . -' •5 .1 i1Nc. From ICC ESR Report A55 = 0.101 in.scl. = 106000 psi Smin = 2.75 in. Cmin = 2.75 in. C'ac , = 5.5 in. Nper =, N/A seismic Tension Capacity 1712 lbs ' 0.75 Shear Capacity 1844 lbs 0.75 1 5her S2%J :L:L Ca2!i j I i.5Cai Si Cal ASD Value Adj. Strength Conyersion Factor 1.4 1284 lbs . S • • 917 lbs' 1383 lbs S 988 lbs' a ANCHOR ANALYSIS TENSION STRENGTH Steel Strength D 5 1 = 075 D43 a) 1) ON,. = ØnASL i (0.75 * 2 * 0.101 * 106000) 16059 lbs - D-' Concrete Breakout Strength ØN bO D 5 2 0 = 0.65 D.4.3 c) n) Condition B Catenory 1 IN;C = (Cai adj + S1 odj + 1 5he1 ) (c adj + S adj + 1.5h 72 in sq A = 9h 0 01' = 36 in sq Check it nA 0 /AACQ = 2 = 1 D24 D525 = 1 D526 = 17 D522 A. =1 Nb = kc2a (f', )° (h1 )i = 2634 lbs D-6 D27 O(AA IANCO XYIcc.N AY'od. AY',v AY/cpJr1b) D21 (065*(72/36)*1*1*1*1*2634) = 34241bs Pullout Stength D.5.3, 0 = 0.65 D 4 4 i) ii) Condition BCateory 1 Vfc,p = I DD36 ON =0yJpNper(['/25OO)° N/A = N/A D3 1 pil Steel Strength (0N0) 16059 lbs Embedment Strength - Concrete breakout strength (ONCbg ) 3424 lbs Embedment Strength - Pullout strength (oN0) 161.ATLANTICSTREET.POMONA;CA91768 4I2OI2015 '.5 . ..,. .. ANCHOR ANALYSIS 55 SHEAR STRENGTH Steel Strength 0'sa DA 1 • D.4.3.a) n)- .0. = 065 D28 0V.. On. O6ASCfIIU (0652*06*0101 10 83511bs : Concrete Breakout Strength ØVcbg D 6 - DA 3 c)i) condition B 0=07 ., = (i 5Cai + s + 1.5 Cai )i = 189 in sq adj Vro = 3Cai ha = 162 In S(i 4 Check if nA40 4CIACO = 1.17 5 P'ec,v .=••,i - ..' Vf edY., - - .' ..'____., D.6.2.5 - =09 - - D626 ---f D627 Y1hv = 2- D . 6 :2.8 da = 0.5 in D622 = liii S n5,r 5) IL0 .- Vb 7(I0 /da )° 2(d )° 2 (f' )O s Cai' = the smaller of and 'a ( f'c )° = 12946 lbs D 33 D 34 OVcbg = 0(4 /A 0 )(31' X'0d Xv' Xv'h v)'b) D.6:2. (0.7 117 * 1 * 019 * 1 2 * 12946) * 1 = 19085 lbs -' 4 Concrete Pryout Stength çbV pg D 6 0 = 0 7 D 4 Ic) i) Condition P Kcp = 1 D631 AcbS = 5268 lbs J5T7 - . • • • - .• - . D.6. 1. qJVpg - Pcp"cbg (0.7 1 * 5268) = 3688 • lbs • •• S . 5. • Steel Strength (orc) 5 8351 lbs 4.5.5 - • 55 • Embedment Strength - Concrete breakout strength (V b. 19H5'& Embedment Strength - Pryout strength (rsçpg ) 3688 lbs --5- ----, ..:- :- . •--.--- -- 41 :EIZMIC .'' PROJECT AIR PRODUCTS'& CHEMICALS INC FOR HAW THORNE LIFT DBA NAUMANN MATERIAL HANDLING ENGINEERING SHEET NO 19 TEL : (909)869 - 0989 FAX: (909)869 - 0981 CALCULATED BY TK 161ATLANTICSTREET;POMONA,CA91768 S DATE 4/20/2015 BASIC LOAD COMBINATIONS . . 2013.CBC SECTION 2209 RMI /ANSI MH 16.1 . S V = 343 lb •. = 229 lb . S = 0.769 Trw?s V Long ds Product Loadl2(?L) = 2500 lb Dead Loadl2(DL) 100 lb Seismic Load (EL) = 1836 lb BASIC LOAD COMBINATION DL • • • . : 101 100=100 lb • : • •• • DL+ PL+ LL ±(Lr or SL or RL) 'S. ' • • .100±2500+0+0=26001b • • • (0.6 * DL) +(05 * 0.6 PLapp),- (0.75 WL)' • .• '5 •• • (0.6 * 100) (0.7.5*0.6 * 1675) ± (6.75 * 0) = 814 lb • • 3: ((0.6- (0.11 * Sds) DL)+ (0.75 (0.6- (0.14 * Sds)) * PLapp)(0.75 0.67 * EL) • (0.6 -(0.11 0.769))* 10 + (0.75 (0.6 -(0.14 * 0.769))) * 1675- (0.75 * 0.67 1836) = -253 lb •; • • DL + (0.75 * PL± LL + (Lr or SL or, RL) + (0.75.* • • . S 5 .• S • 100 + (0.75 * 2500) + 0±0 ± (0.75 *0) = 2600 lb • . • S • 4-(1-' (0 11 *Sds))$DL+(075*(l+(0 14*Sds)*pLapp)+(07D*067*EL) (1 + (0.11 *0.769)) * 100 + (075 (1 ± (0.14 0.769))) * 1675 + (0.75* 0.7 * 1836) = 2423 lb DL±LL+(0.5 * (SL orRL))+(0.88 * PL)+ IL ' S • ' • ' .100 ± 07-(0.5 * 0)+ (0.88 * 2500)'+ 625 =2925 lb • • • . S . • • S - - •. I . '• - -"-4 - - -- . p PROJECT AIR PRODUCTS & CHEMICALS IN FOR , - - HAWTHORNE LIFT, DBA NAUMAN SHEET NO.' 20 CALCULATED BY •' TK'., . ', -DATE * 4/20/2015," - ' ,, •4_ ' -, - OVERTURNING ANALYSIS TYPE A 41 - . -- ' -' •,.4t ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION.2209 & 1613.1-OF-THE 2013 CBC FULLY LOADED -'-: -• -t -- .- Total Shèar = 343 lbs .' - , .• a W M011 =V a Hi , .-. 7 F t; M.1 343X113 = 387591n-lb - / : --h'-. -' . - iF6' - (Wp + DL) d/2 -: M: = (5000+200)X42/2 = 1092001n-lb ' -.2 / 11 - _/' i(MOt —M = (38759 109200)/42 SI ) I 'UpLiur = = 4677 lbs. Puplifi <= 0 No UpLifi - .• ,- - 1(M, +M51) = (38759w 109200)/42 4 - \1axDoi-n d = 3523 lbs -' F3 TOR SHELF LOADED ' 'J.-:'• ;'"''_ / :-. - ' , -- :. \ '-IF2 V Shear = 261 lbs N I M, Hi M0 , = 261 X (136 + ((68 10) /2)) = 43036 in-lb Fl M5 =(WPL +WDL ) d/2 PupIift M. = (2500 200) X 42 /2 = 56700 in-lb CROSS AISLE ELEVATION 1(M01 —M51) = (4306 6700)/42 c ' p - UpLift - d = 325 lbs Puplift<0 No up Lift 'ANCHORS h4, -::'- -: ': No ofAnchors 2 ' i '-•. . 'ri •_,' Pull Out Capacity 917 Lbs 4 "I.-' Shear Capacity 988 Lbs COMBiNED STRESS - Fully Loaded = (0 / 917 X 2))+ ((4 /2)/(988 X 2)) = 0.09 - Toy Shelf Loaded = (0 (917 X 2))+ ((261 /2)/(988 X 2)) = 0.07 .- - 4 4,4 '-l* - - - ' • -' Seismic U,Lift C'ritiôaULC#3) = ((253/917X2))+((343/2)/(988X2)))I.1.2'OA9 See 4.22ESR-1917, USE 2 H1ti Kwik Bolt TZ (KB TZ) 1/2 dia 2 hef, 4 mm slab Anchois per BaseP1ate A. • -- (or approved equal) -_,-•_ ,- I '•' ., - I MATERIAL HANDLING ENGINEERING -TEL :• (909)869 - 0989 FAX (909)869 - 0981 161 ATLANTIC STREET. POMONA. CA 91768 Ii A1LANI ICS 1Ki±A;k'OMUNA,UA9l/. 4/2tJ/2UD BASE PLATE ANALYSIS TYPE A THE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (if ANY) THERE ARE 3 CRITERIA IN DETERMINING Mb THEY ARE 1 MOMENT CAPACITY OF THE BASE PLATE 2 MOMENT CAPACITY. OF THE ANCHOR BOLTS.,AND 3 Vcolth12 (FULL FIXITY). Mb IS THAT SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE d coi = 2600 lbs Base Plate Width (B) = 8 in h = 3 in M800 = 0 in-lb Ba.se Plate Depth (D) 5 in bi —',2.5 in Base Plate Thickness ('t) = 0.375 in Fv (base) = 36000 PSI i= 'Col = 65 PSI ADB fb = = OPSI DB16 I •- V •V V -. - VV - 'V fb'=—fb OPSI B ___ b1 b 1_ b1T fbi = fb —fb' = OPSI I- B Mb= 1_=k [fU+fbl+67fb2] 1 M = 203 13 in-lb b S Base = = 0.02 inlcb 4 /;-1-- 1b2 =.75F a,e , 36000 PSI - F fol - 13, = SBase EBase fb = 0 24 <= 1 V V V • - V V VV - V -. - -V - V V •VV S -..' • ?. SLABANDSOIL:TYPEA THE SLAB WILL BE CHECKED FOR : •.• . . PUNCTURE STRESS. WINO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THELOAD. OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. 4 . PUNCTURE - 'slaz,c S. 'Se,smic •923 2 - . •. : = 2600 lbs = lbs 38759 in-Ib' p =(1.2-O.2Sds).DL+(O.85+O.2Sds).PL+1.-OEL ,.* • 4481 lbs -(J.ray.-'sei critical) : . If P F — = 145.69 PSI ltflCt . -. •- • . ' r • . . 266 , - [(B+i)+(W+t)]2t TIM,- = 198 sq. in - . . = . = 0.16 ON -- . - '_. • SLAB TENSION 44 '1:33:* floi, 485sq.in. q -• • . -. .' BASE PLATE. . . :- 8in; 22.03 . W 5 B =B•W+t = 1082 in - Fia,néDeth d =- ifi L—B • b— S C .;. . .. . 2 - = 5.6 in -'T •, CONCTE. T 2 2 1.33.f0,,.b M wb CflC 5 •5 ,-; .5 -•. S = 3000 PSI 2 1442 145 in-lb y' , = 4 5. rn 1-1- S . = COOC = 3.38cb.in. -- 6 - - - . r _/77 = .164.32 PS1 conc W'sJJc -• . - . 2 ;=• 0.6 . - • f pr 1 .• ' .5 -, . S - •. . S b - Conc - = 0.26 .• , .. - .. SOIL - Eb Co,,c Conc S OK fsozl 'I : : Call (858) 505-6700 prior FEES ARE REQUIRED. YES NO 1. LI U Is your business lisle 2 l) 0 Will your business dI II 0 Will your business s pounds and/or 200 ca IN Q Will your business stc 0 I} Will your business us' 0 Will your business sic 0 13 1Mb your business us 8 0 ( Will your busihess sic or greater than 1,320 - (for now on the ro side this t1m(check all tha one of HazardousLSubatancesor Medical Was we or handle Hazardous Substances In qua ilcfeet? e or handle 4o4 9dtive toxins in an existing or install an underground storage I e or handle Regulated Substances (CaIARP)? or install aHazardous.Waste.1ankSVsben (11 issuance of building permit Project Completion Date; At ,)ftI ck) / - f-/ (1 (V - on 3OD-1 Id, in 1earI5b4AJ OFFICE USE ONLY 1 SAN DIEGO REGIONAL /COS,NHIA13P# BPDATE iI i'J HAZARDOUS MATERIALS QUESTIONNAIREI Business Name Air Products and Chemicals, Inc. Business Contact Doug Taniguchi Telephone# (760)603-2274 Prolect Address '1969 Palomar Oaks Way Cliv Carlsbad State Zip Code CA 92011 APN# 213-092-20-00 Mailing Address Same as above City State Zip Code Plan FOe# Prolect Contact Randy Skow Telephone # (760)929-6213 The following questions represent the facility's activities, NOT the specific project description. - IIA7ARflfMIS MATFRIALS nniiciosi fltUDANflY CI ARRlFlCATlflN! mat mnulred far ni riolcaTe by circling me item, wnetner your business will use, process, or store any must contact the Fire Protection Agency with jurisdiction poor to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed projed) 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Reach 14. 13.() lth Hazards Pyrcphoilcs 1 1' or Tnxic MTi 15. None of These. 4. ompress 6. isIa,z-rs _________________ i.rner i-rea 4. Flamnolabte Sods 8. Unstable Reactives 12. Radloactives any I the answer to any of the Diego, CA 92123. 0 CalARP Exempt Date of Occupancy: instruction or remodeling projects) Data initials ipply). In any amount? 0 CalARP Required ties greater than or equal to 55 gallons. 500 iy quantity? Date Initials 0 CatARP complete 122 Article 10)? a total facility storage capacity equal to Date InItials rage Act),. PART W: SAN DIEGO COUNTY JR POLLUTtO4 CONTROL DISTRICT IAPCJ3): if the answer to Question #1 below is no or the answer to any of the Questions #2. is yes, applicant must contact the AFCD at 10124 Did Crove Road. Sari Diego, CA 92131.1849 or telephone (858) 586.2600 prior to the issuance of a building or demolition permit If the answer to questions #4 or #5 Is yes, applicant must also submit an asbestos notification form to the APCD at least 10 workIng days prior to commencing demolition or renovation. (Sonic residential projects may be eempt from the notification requirements. Corded the APCD for more information.) YES NO 1.. [N 0 Has a survey been performed to determine the presence of Asbestos Containing Materials? 2. D [A Will the subject facility or construction activities Include operations or equIpment that emit or are capable of emitting an air contaminant? (See the APCD lactaheet at httpitweaesdapcd.orp/infoliactsloeniilts.odf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD If you have any questions). 3 0 0 (ANSWER ONLY IF QUESTION I IS YES) Will the subject facility be located within 1,000 reel of the outer boundary of a school (K through 12)?. (Search the California School Directory at http'J/www;cde,ca.gov!re/sdl for public and private schools or contact the appropriate school district).. 4; 0 L Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5.... Will there be demolition. Involving the removal ola load supporting structural member?.. Briefly describe business activities:1 He describe proposed project Purify and package chemicals to be used in the semiconductor . nstaIl warehouse racking in rooms 326 and 330C declare Randy to the best of my knowledge 06 / 04 /2015 Date Name of Owner or Authorized Agent Agent FOR OFFICAI. USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. . . . .. -. BY: DATE: EXEfllQfi FURTPIER INFORMATION REQUIRED RELEASED FOR aull.CING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCD - COUNTY-H1010 APCD COUNTY'HMD APCD I 4 VA -9-zk1wo a hazardous Materials business Plan..Other permitting requirerrierris may still apply, olillfeyemptS busInesses from completing or updating H74.9%171( OPP_ Counly of Son Diego — DEt( ffZa,dnus MsIcraSt Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 06-04-2015 Business Name Air Products and Chemicals, Inc: . .... . . Street Address 1969 Palomar Oaks Way Carlsbad CA 92011 Email Address skowrr@airproducts corn PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) [] Check all below that are present at your faiiity: . . . Acid Cleaning Ink Manufactnng Nutritional Supplement! Aaaembly . . Laboratory'V . Vitamin Manufacturing Automotive Repair Machining I Milling Painting I Finishing Battery Manufacturing Manufacturing . Paint Manufacturing Biofu'el Manufacturing Membrane Manufacturing. Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage'i . Metal Casting I Forming . Pesticide Manufacturing I, Car Wash Metal Fabrication '. Packaging Chemical' Manufacturing Metal Finishing . . Pharmaceutical Manufacturing Chemical Purification 1 Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component . Anodizing ,,. , Power Generation, Manufacturing Coating (i.e. phosphating) . Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film I X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing' Manufacturing Semiconductor Manufacturing, Glass Manufacturing Metal Powders Forming . Soap I Detergent Manufacturing Industrial Laundry ' . ' Waste Treatment 1 Storage SIC Code(s) (if known): 2899. Brief description of business activities (Production / Manufactunng Operations): Chemical purification and packaging and supporting operations Description of operations' generating wastewater (discharged to sewer, hauled or evaporated): No new wastewater or no change to exisitng wastewater discharge will occur due to this project Estimated volume of industrial wastewater to be discharged (gal I day): 1,500- 2,000 gpd. List hazardous wastes generated.(typelvolume) -See last Compliance Status Report Date operation began/or will begin at this location: '198711988:" Have you applied for a Wastewater Discharge Permit from the .Encina Wastewater Authority? No , If yes, when: 1987/1988 Site ContactJ 0W Title Sr Principal Environmental Specialist Signature ' f'-" Phone No., (760)929-6213 ENCINAWA—STFEWATERAWHORITY. 6200 Avenida Eñclnas Carlsbad, CA 92011 (760)438-3941 FAX. (760) 476-.9862